CC Road NTR nagar to Mpl limits

Engaging of JCB on Hire Basis for removal of existing damaged road including the Driver Wages,Fuel Charges etc..Complete as directed by the departmental Authorities. (Rates Adopted As Per T.S.No. )

Construction of granular sub-base by providing Well graded material for Grading III mixing in a Mechanical Mix Plant at OMC carriage mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with 80-100 kN Vibratory Roller to achieve the desired density, complete as per Technical Specification of MORTH.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as per SS and as Directed by the Departmental Authroties.( APSS No.126)

Vibrated cement concrete M 30 grade design mix using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, ting, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification and as directed by the Engineer-in-Charge

Filling with available local earth for foundation trenches including cost and conveyance off all materials and all labour charges ramming watering etc, as per drawing and technical specification in Clause 305 3 9 MORD & 304 MORTH- 6 Cum

Supply and placing Poly Sheet (separation membrane of impermeable sheeting) 125 Micron thick under CC Pavement slab including cost of conveyance etc. complete, including over head and contractors profit etc

Supply of 25 mm thick high performance, expansion joint filler board ( SILFLEXCAPELL HD-100 or equivalent make), placing the same 25 mm below top of pavement slab, sealing with bituminous hot sealing compund (Grade 'A' ISI)/ polysulphide at 50 m interval in CC pavement including cost and conveyace of all materials and labour charges for placing in position for expansion joints conforming to MORTH specification . -1 Rmt of joint length I) 150 mm thick slab

Supply of Bitumenious hot sealing compound (Grade 'A' ISI) / polysulphide and sealing the joints including cost and conveyance of all material etc., including labour charges for placing in position for contraction joints at-4.50 M interval / for expansion joints/ for longitudinal joints Os per MORTH specification No. 602